Free and Forced Vibrations of Periodic Multispan Beams

In this study, the following two topics are considered for uniform multispan beams of both finite and infinite lengths with rigid transversal and elastic rotational constraints at each support: (a) free vibration and the associated frequencies and mode shapes; (b) forced vibration under a convected...

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Main Authors: Liping Zhu, Isaac Elishakoff, Y.K. Lin
Format: Article
Language:English
Published: Hindawi Limited 1994-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.3233/SAV-1994-1302
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spelling doaj-4b950156aaeb4b5da850dc55600203792020-11-25T00:37:19ZengHindawi LimitedShock and Vibration1070-96221875-92031994-01-011321723210.3233/SAV-1994-1302Free and Forced Vibrations of Periodic Multispan BeamsLiping Zhu0Isaac Elishakoff1Y.K. Lin2College of Engineering, Florida Atlantic University, Boca Raton, FL 33431-0991, USACollege of Engineering, Florida Atlantic University, Boca Raton, FL 33431-0991, USACollege of Engineering, Florida Atlantic University, Boca Raton, FL 33431-0991, USAIn this study, the following two topics are considered for uniform multispan beams of both finite and infinite lengths with rigid transversal and elastic rotational constraints at each support: (a) free vibration and the associated frequencies and mode shapes; (b) forced vibration under a convected harmonic loading. The concept of wave propagation in periodic structures of Brillouin is utilized to investigate the wave motion at periodic supports of a multispan beam. A dispersion equation and its asymptotic form is obtained to determine the natural frequencies. For the special case of zero rotational spring stiffness, an explicit asymptotic expression for the natural frequency is also given. New expressions for the mode shapes are obtained in the complex form for multispan beams of both finite and infinite lengths. The orthogonality conditions of the mode shapes for two cases are formulated. The exact responses of both finite and infinite span beams under a convected harmonic loading are obtained. Thus, the position and the value of each peak in the harmonic response function can be determined precisely, as well as the occurrence of the so-called coincidence phenomenon, when the response is greatly enhanced.http://dx.doi.org/10.3233/SAV-1994-1302
collection DOAJ
language English
format Article
sources DOAJ
author Liping Zhu
Isaac Elishakoff
Y.K. Lin
spellingShingle Liping Zhu
Isaac Elishakoff
Y.K. Lin
Free and Forced Vibrations of Periodic Multispan Beams
Shock and Vibration
author_facet Liping Zhu
Isaac Elishakoff
Y.K. Lin
author_sort Liping Zhu
title Free and Forced Vibrations of Periodic Multispan Beams
title_short Free and Forced Vibrations of Periodic Multispan Beams
title_full Free and Forced Vibrations of Periodic Multispan Beams
title_fullStr Free and Forced Vibrations of Periodic Multispan Beams
title_full_unstemmed Free and Forced Vibrations of Periodic Multispan Beams
title_sort free and forced vibrations of periodic multispan beams
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 1994-01-01
description In this study, the following two topics are considered for uniform multispan beams of both finite and infinite lengths with rigid transversal and elastic rotational constraints at each support: (a) free vibration and the associated frequencies and mode shapes; (b) forced vibration under a convected harmonic loading. The concept of wave propagation in periodic structures of Brillouin is utilized to investigate the wave motion at periodic supports of a multispan beam. A dispersion equation and its asymptotic form is obtained to determine the natural frequencies. For the special case of zero rotational spring stiffness, an explicit asymptotic expression for the natural frequency is also given. New expressions for the mode shapes are obtained in the complex form for multispan beams of both finite and infinite lengths. The orthogonality conditions of the mode shapes for two cases are formulated. The exact responses of both finite and infinite span beams under a convected harmonic loading are obtained. Thus, the position and the value of each peak in the harmonic response function can be determined precisely, as well as the occurrence of the so-called coincidence phenomenon, when the response is greatly enhanced.
url http://dx.doi.org/10.3233/SAV-1994-1302
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